This guide was originally issued as Safety Guide No. 50-SG-S2. It provides details on the design of a nuclear power plant such that earthquakes at the site determined according to Safety Guide No. 50-SG-S1 will not jeopardize its safety.
This Safety Report provides up to date detailed guidance on actions to be taken in preparation for, and following, an earthquake at a nuclear power plant, taking into account the gained knowledge and experience of Member States from the occurrence of strong earthquakes that affected nuclear power plants up to 2010. The publication is a compilation of available references based on related standards and proposes a more comprehensive set of criteria than the existing ones in some national regulations, based on damage and earthquake exceedance levels for dealing with situations related to plant shutdown, plant restart or plant continuing operation following the occurrence of an earthquake which may exceed the original design level. It will be a useful tool for regulatory bodies, specialists on earthquake engineering and technical support organizations.
This book is a comprehensive compilation of earthquake- and tsunami-related technologies and knowledge for the design and construction of nuclear facilities. As such, it covers a wide range of fields including civil engineering, architecture, geotechnical engineering, mechanical engineering, and nuclear engineering, for the development of new technologies providing greater resistance against earthquakes and tsunamis. It is crucial both for students of nuclear energy courses and for young engineers in nuclear power generation industries to understand the basics and principles of earthquake- and tsunami-resistant design of nuclear facilities. In Part I, "Seismic Design of Nuclear Power Plants", the design of nuclear power plants to withstand earthquakes and tsunamis is explained, focusing on buildings, equipment's, and civil engineering structures. In Part II, "Basics of Earthquake Engineering", fundamental knowledge of earthquakes and tsunamis as well as the dynamic response of structures and foundation ground are explained.